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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.1 LAdmitted-Fee/PreQual/Technical/Finance | -11.23% | ₹15.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹17.9 L+₹2.8 L (18.3%)Admitted-Fee/PreQual/Technical/Finance | +4.99% | ₹17.9 L+₹2.8 L (18.3%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹18.1 L+₹2.9 L (19.4%)Admitted-Fee/PreQual/Technical/Finance CHAKDOLA BAHADURPUR BARDHAMAN 713362 WEST BENGAL INDIA | BARDHAMAN | BARDHAMAN | WEST BENGAL | 713362 | +6.02% | ₹18.1 L+₹2.9 L (19.4%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹18.1 L+₹3.0 L (19.7%)Admitted-Fee/PreQual/Technical/Finance | +6.26% | ₹18.1 L+₹3.0 L (19.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹17.0 L
EMD Value
₹22,300
Closing Date
7 Jul 2026, 4:00 pmClosed
Area Engineer Civil Kenda Area
Office of the General Manager Kenda Area
Cutting of Branch for Singaron Jore Including Rubble Masonry Wall and Heightening of Embankment at Kondakulli of Quarry No. 02 of New Kenda OCP under Kenda Area
2026_ECL_361433_1
NIT-ECL/GM/Knd/AE(C)/ e-tender/26-27/22 Date-25.06.2026
Open Tender
Civil Works - Others
Percentage
90 days
New Kenda
Please refer Tender documents.
3 documents required · 3 mandatory
₹22,300
8 Jul 2026
26 Jun 2026
8 Jul 2026
26 Jun 2026
7 Jul 2026
27 Jun 2026
26 Jun 2026 - 30 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | - | cum | 128.35 | - |
| 1.02 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | - | cum | 121.05 | - |
| 1.03 | P/L in position cement concrete of specified grade excluding the Cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | 6,007.2 | - |
| 1.04 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | - | sqm | 580.6 | - |
| 1.05 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | 5,009.2 | - |
| 1.06 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | 10.8 | - |
| 2Total impact of GST for the purpose of CTC | |||||
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